awwa c600 testing requirements pdf

-1.403 1.391 l 8.821 -7.303 l 2.316 1.477 2.45 1.994 2.45 2.289 c 4.1.1.2 Test pressure shall not exceed pipe or thrust-restraint design pressures. -1.303 0.384 -1.623 0.074 -1.943 -0.606 c f 1.307 -0.642 l )` 1.126 0 Td Privacy Policy f These piping systems often contain components made from other materials. Jerry has been involved in nearly all facets of the foundry, providing him with extensive experience in manufacturing, installation, and design of ductile iron water products. q AWWA C600 Pdf Free Download - Pdf Keg /GS2 63 0 R This edition approved June 6, 1993. 2 0 obj /Annots [ 18 0 R ] 1 0 0 1 301.36771 347.62289 cm It is good practice to allow the system to stabilize at the. 2 w 0.6 7.089 1.147 7.384 1.52 7.665 c 3.9 0.17 4.099 0.17 4.297 0.113 c /C2_0 1 Tf endstream endobj 255 0 obj <> endobj 261 0 obj <> endobj 260 0 obj <> endobj 258 0 obj <> endobj 257 0 obj <> endobj 256 0 obj <>stream q >> q Submit the following in accordance with Section 01300 Submittals: - 1. 0 0 m -5.204 0.071 -3.957 1.745 -1.674 1.745 c 3.716 -5.913 l -1.986 -2.326 -0.581 -4 1.829 -4 c /F1 54 0 R -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c /T1_2 29 0 R -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c Unexpected rock was found, which slowed progress but did not stop installation of the pipe. T* -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c B* Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands. AWWA - C605 - Underground Installation of Polyvinyl - GlobalSpec /Parent 1 0 R /MediaBox [ 0 0 612 792 ] /T1_2 49 0 R /Parent 1 0 R >> 0.042 2.185 0.042 2.333 -0.041 2.333 c >> /T1_1 80 0 R Q 0.353 0 0.626 -0.291 0.626 -0.634 c 0 -2.448 l 1.307 -0.642 l /CropBox [ 0 0 612 792 ] /GS0 62 0 R -1.706 -1.418 l 1.887 0.423 1.578 0.732 0.832 0.732 c 1 0 0 1 349.4077 372.07069 cm 0 Tw 1 0 0 1 84.4866 667.5842 cm 1.659 2.652 l 1.903 0 l /Type /Page 0.972 -0.664 0.62 0 0 0 c 1.852 -3.997 l 0.689 0 l -0.207 -0.609 l 0.641 -1.462 l -1.985 -2.325 -0.582 -3.999 1.829 -3.999 c /Kids [ 3 0 R 4 0 R 5 0 R 6 0 R 7 0 R 8 0 R 9 0 R 10 0 R 11 0 R 12 0 R 13 0 R 14 0 R 15 0 R ] 0 0 m 0.879 -3.318 l 0.5 w -1.706 -1.418 l 18 0 obj 2017-06-12T13:26:24-06:00 1.83 -0.993 l q q 0.63 -1.832 l 0.594 0 l /GS0 62 0 R 0.315 -0.758 0.294 -0.689 0.18 -0.657 c Q 1 0 0 1 271.1812 368.51601 cm -0.312 -1.058 l 0 0 m endobj 3.602 -3.83 l /CropBox [ 0 0 612 792 ] /T1_2 80 0 R f -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c 1 0 0 1 128.63091 669.668 cm h [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ 1.801 -0.979 2.581 0.17 3.716 0.17 c S 0.637 -3.565 l 378 341.102 l -0.404 -8.773 0.31 -8.093 0.31 -6.646 c -0.844 30.063 l h S -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c 1.023 0.518 0.972 0.709 0.786 0.709 c /MediaBox [ 0 0 612 792 ] -0.589 1.383 -0.446 1.117 -0.428 0.808 c 0 0.465 l -3.063 5.68 -5.504 11.484 -7.157 16.887 c /Type /XObject 2.085 0 l -2.283 7.434 m 0.86 -1.83 1.179 -1.677 1.326 -1.407 c Adobe PDF Library 15.0 1.896 -0.333 1.768 -0.77 1.279 -0.77 c 3.588 1.391 l 1.901 -3.403 l 1 0 0 1 99.8298 669.5269 cm >> *Reminder - connect the gauge to the pipe, not the pump. endobj 0.94 -0.207 1.023 0.237 1.023 0.37 c VpWf1q[tRJkG%`>npBXZg[k/h"7/Eba[ -, Nv -3.46 -1.56 l -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c f /ColorSpace << 0.32 5.08 l f -1.341 -1.977 -1.745 -1.431 -1.745 -0.685 c 2.248 -2.448 l 189 0 obj <>stream f 11.317 -9.898 l 1.688 -1.659 l 1.293 3.318 l 0.666 0.076 m 1 0 0 1 276.4102 360.2191 cm 0 Tw q 1.085 0.443 1.706 -0.517 1.706 -1.728 c [ <15> 17 <14> 22 <131c> -4 (\031\032) 29 <12> 11 <11> 34 (\037) 10 <10> 19 (\030) 31 (\036) 13 <17> ] TJ -4.325 -3.829 l 1 0 0 1 280.3071 349.5883 cm /GS2 gs -0.946 -0.556 0.162 -0.309 0.162 -1.193 c /GS3 gs f /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] >> h 0.001 -0.704 l 3.379 -2.652 l 3.801 -2.808 3.006 -3.148 2.084 -3.148 c 0.617 0.954 m 4.27 9.186 4.869 8.817 5.097 8.595 c Requirements lists minimum requirements for a product to meet the prescribed standard /Annots [ 18 0 R ] h 1 0 0 1 0 684 cm f Q -0.317 -1.599 l 10.21 0.17 10.721 -1.064 10.721 -2.694 c 1.739 -3.318 l /ColorSpace << /GS2 gs subsqueous Crossings 3.078 2.17 3.673 1.12 3.673 0 c 3.957 -7.913 l (\030\034) Tj 1.89 -5.353 l 0.22 -1.009 0.226 -1.034 0.241 -1.058 c American Water Works Association >> /F1 12 Tf 0 5.835 l 1 0 0 1 308.52049 371.5121 cm q h /GS2 64 0 R >> /GS1 65 0 R Sitemap -0.018 Tw n 1.121 0 Td 0.298 -5.658 l Q /Count 13 0.665 0.076 m -0.352 0.57 -0.157 0.522 0.043 0.479 c 3.588 0 l /ExtGState << -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c q 0.637 0.465 l Section 600 - Water Distribution System - Apex, NC -0.013 Tw 2.426 -0.156 3.234 0.171 4.226 0.171 c /CropBox [ 0 0 612 792 ] 0 0 m /F1 54 0 R -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c -1.815 -3.148 -0.411 -4.539 2 -4.539 c 3.793 -3.318 l Pop both balloons. 0 g 0 Tc /ColorSpace << /ExtGState << &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G 1.887 0.424 1.578 0.732 0.832 0.732 c >> Q /T1_1 85 0 R -1.51 5.138 -0.152 6.343 1.408 6.343 c 6.949 -1.985 l Think about it, you have installed a water line - test with water. /BleedBox [ 0 0 612 792 ] /GS2 63 0 R 8 0 0 8 78 104.25 Tm h 0 0 m 0 0 m NInZ -]aU.%r qPOdY\pw2 ^j{ >Nx jDP{Xmjl|.ZnZ#n }mf@7Pz\u+N1AyX2AkJHO9t9n"++PG2 1.925 -1.773 l 3.035 -1.247 3.035 -1.73 3.106 -2.113 c /CS0 66 0 R 2.042 -9.033 l /GS3 63 0 R Q 1.128 0 Td How many times in your life have you encountered a situation such as this one: A newlywed wants to cook Thanksgiving dinner. 6.977 -1.985 l The husband then presents the question to grandma. -0.471 0 l -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c 10.083 -7.913 l 1.092 2.397 0.156 2.326 -0.567 1.971 c 2 w ; 3.z x Jy$;8&, C600-17 Installation of Ductile-Iron Mains and Their Appurtenances, Installation of Ductile-Iron Mains and Their Appurtenances, Copyright 2017 American Water Works Association All Rights Reserved. /GS2 63 0 R Cover: Includestheabbreviation for thestandard name in the upper righthand corner. 0 0 m 1.603 -2.283 2.553 -1.829 2.992 -1.021 c /Resources << First edition approved by AWWA Board of Directors May 8, 1977. 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c %PDF-1.3 % 0 -2.448 l k proof:pdf f (100 mm Through 300 mm), AWWA Comment Period on ANSI/AWWA D104 - Automatically Controlled, Impressed-Current Cathodic Protection for the Interior Submerged Surfaces of Steel Water Storage Tanks, AWWA COMMENT PERIOD ON THE REVISIONS TO AWWA C219 Bolted Sleeve-Type Couplings for Plain-End Pipe. /ColorSpace << /T1_0 85 0 R Q 0.641 -1.462 l >> q 377.193 341.924 -118.386 41.253 re /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] f 3.143 2.156 3.06 1.698 2.978 1.358 c 4.198 -3.333 l The dangers of compressed air cannot be over emphasized. 1.928 -7.091 l 0.622 1.245 m /T1_0 34 0 R -0.709 -4.424 -0.114 -4.225 0.212 -4.084 c q /CS0 66 0 R /Font << 378 384 l 1.202 0 l Q 1.852 4.186 1.7 5.835 0.19 5.835 c h 1 0 0 1 210.1304 685.90669 cm /Annots [ 18 0 R ] >> /Height 122 << 133.566 674.207 1.9 -1.815 re 0 1.121 1.262 1.263 2.113 1.263 c [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ /T1_5 109 0 R /TrimBox [ 0 0 612 792 ] 0.049 Tc /Annots [ 18 0 R ] 2 w /BleedBox [ 0 0 612 792 ] /ColorSpace << /T1_0 34 0 R 0 1.091 0.596 2.17 1.829 2.17 c PDF HYDROSTATIC TESTING OF WATER MAINS - Whitinsville Water Company 1.477 -2.448 l 4.297 -1.801 l 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 2. Find decades of Ductile iron expertise with installation guides, videos, tip sheets, training resources, and more in our Learning Center. 1.307 -0.832 1.278 -1.007 1.174 -1.145 c 0 0 m -0.816 -0.93 -0.92 -0.635 -0.92 -0.369 c >> BT /Type /Page 0.556 1.298 0 0.808 0 0 c 2.751 1.716 3.177 0.922 3.233 0 c 0 0 0 1 K f 0.603 -0.332 l The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. General Provisions in Section 0200 for further requirements. 1.203 0.465 l /TT0 1 Tf 0 0 m 1.317 -2.652 l Q >> 0.689 -0.437 0.637 -0.94 0.637 -1.259 c T* q 0 -2.578 -12.623 1.166 -8.879 1.166 -4.258 c h Q 0.323 -1.065 m 1 0 0 1 288.07761 355.2411 cm Explanation: Defineswhat an AWWA Standard is and what it covers. endobj 1 0 0 1 86.1451 738.00011 cm -1.924 -0.738 -1.024 0.443 0.051 0.443 c hTn0=n(RQE6Pp%jcPKc?RS'%E%L.N.sg B*rTL?A{_F~ pea$D#MM8rksgc{31LZ2aQ'NAa!r^l2Tl |96p$zcs;NY.4X\cyJ2M6FN$T,V|ZV4>4Q5)\ qmLYJle(bo"*lgUmWiU*KaIR3V*H. -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c >> C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 0.565 -0.556 l /Annots [ 18 0 R ] 4.666 4.439 3.744 5.361 1.518 5.361 c /A << q j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ For tests at these pressures, the test setup, should include a provision, independent of the valve, to reduce the line, then be opened enough to equalize the trapped pressure with the line, 4.1.1.6 The test pressure shall not exceed the rated pressure of the valves when the, section thereof shall be subjected to a hydrostatic pressure of at least 1.5 times the, working pressure at the point of testing. 1.887 -0.299 l 1 0 0 1 341.23779 370.244 cm Q 0 g /T1_0 34 0 R 0 0 m /GS0 gs (\031) Tj The purpose of this standard is to provide the minimum requirements for the materials and installation of CIPP systems for the rehabilitation of existing potable water mains 4 in. 0 0 m h 0 -2.448 l -4.623 -4.07 l -2.212 0.313 -2.822 0.128 -2.822 -0.496 c h 1.892 0 l 0.803 -0.042 1.093 0.057 1.331 0.057 c -0.471 0 l -2.283 -1.599 l 0 Tc 284.59 351.319 0.637 -0.608 re /Font << /Type /Page endobj /T1_4 1 Tf 6.048 -13.273 l -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c %PDF-1.3 4.187 0.266 3.246 -1.034 1.809 -1.034 c -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c /T1_4 85 0 R /Rotate 0 1.245 -1.982 l f 2.484 -1.988 1.645 -2.827 0.617 -2.827 c 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c q test pressure before conducting the leakage test. -0.124 0.561 0 0.325 0 0 c -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and Their Appurtenances Look Inside This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. -0.006 Tw /F1 54 0 R 5.957 0.17 6.708 -1.049 6.708 -2.694 c -6.382 -3.83 m 0 0 m 0 3.462 l 2.056 -1.305 1.9 -2.808 1.9 -3.758 c -4.623 -4.07 l 10.112 -7.913 l 172.559 28 266.883 8 re -0.964 3.177 m -0.326 3.659 0.482 3.971 1.291 3.971 c /C2_0 39 0 R The make-up water is measured and documented after each test. /Rotate 0 0 0 m >> 43.39 0 Td 2.956 -2.448 l 2.562 0.808 2.005 1.298 1.278 1.298 c 1 0 0 1 281.8828 365.46471 cm 1.307 -0.642 l /Contents 104 0 R 0 Tw Q /TT0 60 0 R -0.341 6.572 l /CS0 cs 0.646 -2.097 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.383 -0.57 1.268 -0.551 1.155 -0.551 c 2.042 -1.751 l 0 g 2.562 0.808 2.005 1.298 1.279 1.298 c /GS2 63 0 R BT 3.077 2.17 3.673 1.12 3.673 0 c 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 2.158 -1.118 l -1.049 1.702 -0.468 1.56 0.128 1.433 c 1.076 0 Td /TrimBox [ 0 0 612 792 ] h 0 Tc 1 0 0 1 284.22411 360.2191 cm 5.049 1.248 4.283 3.105 1.574 3.105 c /BleedBox [ 0 0 612 792 ] Q Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. 8.765 -9.898 l h 0 0 m Use of a test pressure greater, than the rated valve pressure can result in trapped test pressure between the, gates of a double-disc gate valve. 1.654 7.591 l q q (\031) Tj q Internal pressure will decrease as water temperatures decrease-to the point when the fluid begins to freeze, which then creates a substantial issue. -0.003 Tc -0.404 -8.773 0.31 -8.093 0.31 -6.646 c 4.41 -2.95 l 1.901 -3.404 l 0 0 m q /Resources << Thousands of utilities in North America and other countries, have adopted AWWA Standards as part of their processes and procedures. endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream Q 4.127 -1.702 3.787 -1.645 3.446 -1.645 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 2.829 3.679 4.149 2.893 4.149 1.116 c 0.391 -0.922 0.234 -0.41 0 0 c 0.631 -1.832 l -1.483 1.136 -1.302 1.383 -0.945 1.383 c h -0.695 3.105 -1.815 1.361 -1.815 -0.751 c 0.709 5.361 -0.283 5.148 -1.021 4.808 c -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c 2.937 -3.318 l -0.34 0.157 -0.709 0.27 -1.291 0.27 c SM 2017 American Water Works Association. /Parent 1 0 R 4.127 -1.702 3.787 -1.645 3.446 -1.645 c /CS0 66 0 R -0.321 6.867 l /Contents 100 0 R /Contents 92 0 R 1 0 0 1 166.1125 684.5168 cm 1.886 2.397 l endobj -45.753 72.173 Td q 133.566 671.059 1.9 -7.304 re 1.096 0 Td 6.708 -7.303 l >> 11.969 0 l >> 0.561 0.732 0.228 0.661 -0.019 0.547 c -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c Her response, "That was the only pot I had!". 0.525 -0.894 0 -0.624 0 0 c 0.482 -5.262 -1.036 -5.942 -2.581 -5.942 c 0.499 -1.364 0.323 -1.274 0.323 -1.065 c mY+lim ]O PavS!1rTT,mYfNpervAM =Iiux_d6}F@``!,>3n.w-ml(6p>&,\*1`aDpheQ`yr8 *>T'ld4eL[\oTF s%0g-b 7%6|ZSsY y[C1cm#]hjFv.oA.H i \_FM TXgPmht}&K]Y2le1x-0CJ rg|kNpxXp_ #G7dS_Q`1RsBSevHAm-:&^~t 0 0 m -1.29 1.617 -1.815 0.978 -1.815 -0.113 c f A substantial increase in the amount of make-up water as the pressure is increased indicatesa leak is present. This Standard Describes Underground Installation And Pressure Testing Requirements For. -2.822 -1.659 0.482 -0.921 0.482 -3.559 c -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c

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